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'尚城国际花园一期工程防水工程专项施工方案目录1.编制说明31.1编制依据31.2编制的内容52.工程概况53.工程作法63.1地下工程63.2屋面工程63.3室内工程84.施工条件95.施工组织与部署95.1施工总体安排95.2技术准备105.3材料准备105.4施工机具175.5人员组织176.施工方法176.1施工顺序176.2工艺流程186.2施工操作196.2.1水泥砂浆找平层196.2.2水泥基渗透结晶型防水涂料防水层216.2.3三元乙丙卷材防水层236.2.4聚氨酯涂膜防水层32广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案6.2.5嵌填密封材料366.2.6止水带396.2.7墙后浇带挡墙施工436.2.8蓄水试验456.2.9防水工程隐蔽验收457.质量要求467.1质量标准467.1.1主控项目467.1.2一般项目497.1.3验收规定527.2记录文件548.质量保证措施558.1材料质量保证措施558.2施工质量保证措施558.3组织质量保证措施559.安全文明施工569.1安全施工569.2文明施工579.3职业健康5710.成品保护5711.雨期施工措施5812.环保措施58广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案1.编制说明1.1编制依据1、施工图纸尚城国际花园一期工程施工图纸；2、施工组织设计3、图集《平屋面建筑构造(一)》99J201-1《平屋面建筑构造(二)》03J201-1《地下建筑防水构造》02J301《屋面节能建筑建筑构造》06J2044、法律法规1)《中华人民共和国建筑法》2)《建筑工程质量管理条例》3)《中华人民共和国安全生产法》4)《建筑工程安全生产管理条例》5、施工工艺标准1)《屋面工程施工工艺标准》 ZJQ00-SG-007-20032)《建筑地面工程施工工艺标准》 ZJQ00-SG-003-20033)《建筑防水工程施工工艺标准》ZJQ00-SG-009-20036、技术性手册1)《建筑施工手册》(第四版)2)《实用建筑装饰施工手册》广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案7、体系文件公司ISO9001质量体系文件；8、其他国家、地区、行业其它现行规范、法律法规、文件及企业的规范标准、施工工法等。9、变更、技术核定及图纸会审记录图纸会审记录10、采用的规范、标准及文件1)《建筑工程施工质量验收统一标准》GB50300-20012)《建筑地面工程施工质量验收规范》GB50209-20023)《屋面工程质量验收规范》GB50207-20024)《屋面工程技术规范》GB50345-20045)《建筑工程文件归档规范》GB50328-20016)《地下防水工程质量验收规范》GB50208-20027)《地下工程防水技术规范》GB50108-20018)《聚氨酯防水涂料》GB/T19520-20039)《高分子防水材料(片材)》GB18173.1-200010)《水泥基渗透结晶型防水涂料》GB18445-200112)《建筑防水材料老化试验方法》GB/T18244-200013)《聚合物水泥、渗透结晶型防水材料应用技术规程》CECS195-200614)《建筑室内防水工程技术规程》CECS196-2006广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案1.2编制的内容为保证防水工程的相关分项或检验批施工质量，根据施工图纸的内容和施工工艺，编制本施工方案。由各检验批或分项工程的相关性，本施工方案主要对防水工程和相关的找平层进行编制。其内容包括底板、外墙、屋面找平层及防水层、后浇带及地下室施工缝止水钢板施工。不包括防水砼施工。2.工程概况本工程位于大旺高新区。总建筑面积94054.4㎡。建设单位为肇庆市钰宏房地产发展有限公司。设计单位为深圳华森建筑与工程设计顾问有限公司。设计使用年限50年；抗震设防烈度七度；防火设计为一类高层建筑，耐火等级一级；地下室防水等级一级，屋面防水等级Ⅱ级，防水层合理使用年限为15年，做法为二道防水设防。地下室采用现浇防水混凝土结构，底板在垫层上做水泥基渗透结晶型防水涂料外防水(用量为1.0～1.5kg/m2)，外墙外侧采用2厚聚氨酯防水涂料外防水，外加30厚挤塑聚苯板保护层。现浇钢筋混凝土屋面：分为保温隔热上人屋面、保温隔热不上人屋面和保温隔热不上人绿化屋面。一道1.5厚三元乙丙防水卷材和一道40厚刚性防水或一道2厚聚氨酯防水涂料。室内防水采用1.5mm厚聚氨酯防水，或2mm厚聚氨酯防水涂料；隔音墙面采用1.5mm厚聚氨酯防水涂料。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案3.工程作法3.1地下工程1、地下室底板1)基槽土2)砼垫层3)水泥基渗透结晶型防水涂料外防水(用量为1.0～1.5kg/m2)2、地下室侧墙1)地下室防水砼侧墙2)2厚聚氨酯防水涂料外防水3)30mm厚挤塑聚苯板保护层。3.2屋面工程1、屋1：保温隔热上人屋面详99J201-1-W12（最薄处140mm厚）1)现浇钢筋混凝土屋面板；2)1:8水泥陶粒找坡2%，最薄处30厚；3)20厚1:3水泥砂浆找平层；4)刷基层处理剂一遍；5)2厚聚氨酯防水涂料；6)1.5厚三元乙丙防水卷材一层；7)40厚挤塑聚苯乙烯泡沫塑料板保温层；8)干铺无纺聚酯纤维布一层，搭接宽度为100mm；9)40厚C20细石砼，内配φ6@150双向钢筋。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案2、屋2:保温不上人屋面详99J201-1-W13（最薄处120mm厚）1)现浇钢筋混凝土屋面板；2)1:8水泥陶粒找坡2%，最薄处30厚；3)20厚1:3水泥砂浆找平层；4)刷基层处理剂一遍；5)2厚聚氨酯防水涂料；6)1.5厚三元乙丙防水卷材一层；7)40厚挤塑聚苯乙烯泡沫塑料板保温层；8)25mm厚1:2水泥砂浆保护层。3、屋3：保温隔热不上人绿化屋面详03J201-2-Wz2（最薄处120mm厚）1)现浇钢筋混凝土屋面板；2)40厚挤塑聚苯乙烯泡沫塑料板保温层；3)1:8水泥陶粒找坡2%，最薄处30厚；4)20厚1:3水泥砂浆找平层；5)刷基层处理剂一遍；6)1.5厚三元乙丙防水卷材一层；7)10mm厚白灰砂浆隔离层；8)40厚C20渗透结晶型砼，内配φ6@150双向钢筋；9)塑料板排水层；10)土工布过滤层；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案11)200厚种植介质；4、屋4：地下室局部绿化屋面（仅用于病房楼结构标高-0.60m处）详05J927-1-43-DM21)现浇钢筋混凝土顶板；2)最薄处30厚，CL7.5轻集料混凝土找坡1%；3)20厚1:3水泥砂浆找平；4)刷基层处理剂一道；5)2厚聚氨酯防水涂料；6)1.5厚三元乙丙防水卷材一层；7)10mm厚白灰砂浆隔离层；8)40厚C20渗透结晶型砼，内配φ6@150双向钢筋；9)塑料板排水层；10)土工布过滤层；11)种植土绿化；3.3室内工程1、楼2b：防滑地砖参05J909—LD16—13A，L=801)钢筋砼楼地面；2)刷水泥浆一道（内掺建筑胶）；3)C20细石砼找坡层最薄处20～30mm厚抹平（加5%防水剂，地面坡向地漏）；4)1.5厚聚氨酯防水层；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案5)20厚1:3干硬性水泥砂浆结合层，表面撒水泥粉；6)8～10厚防滑地砖，干水泥擦缝；2、墙1)1.5厚聚氨酯防水涂料；（卫生间、污洗、配餐等潮湿房间或隔音墙面）4.施工条件1、防水材料已进场，并按规范规定进行了见证取样，复检合格；2、材料已报验，并经监理单位批准，允许防水材料用于本工程；3、防水基层已满足防水工程施工要求；4、对所隐蔽各层，已进行验收，并办理了验收手续；5、防水工程施工环境满足施工要求；6、照明、通风和消防措施，已按相关规定到位，可满足安全健康环保施工要求；7、防水人员必须持有防水专业上岗证书。分包单位资质已报审完毕。5.施工组织与部署5.1施工总体安排1、施工任务划分卷材、涂膜等防水工程由专业分包施工；防水砼、找平层、钢板止水带及后浇带挡墙由土建劳务公司进行施工。2、施工空间及时间安排防水工程施工的空间及时间安排按先地下后地上、先室外后室内进行组织施工。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案5.2技术准备1、熟悉施工图，掌握施工图中的细部构造和有关技术要求。2、施工作业指导书或施工技术交底准备完毕。3、专业分包资质符合合同相关规定；4、对工程中的操作工人进行技术、安全交底。5.3材料准备1、三元乙丙防水卷材三元乙丙橡胶防水卷产出厂应有出厂合格证和出厂检验报告。合格证应包括：产品名称、产品标记、商标、制造厂名厂址、生产日期、产品标准编号；出厂检验报告检验项目应包括：片材的规格尺寸、外观质量、常温拉伸强度、常温扯断伸长率、撕裂强度、低温弯折、不透水性能。有下列情况之一时，就要进行形式检验：新产品投产或产品定型鉴定时；正常生产后，原材料、工艺、生产设备、管理等方面有较大改变时；正常生产时，每年至少检验一次；出厂检验结果与上次定型检验有较大差异时；产品停产六个月以上恢复生产时；国家质量监督机构提出型式检验要求时；合同规定；型式检验报告检验项目应包括：片材规格尺寸偏差、外观质量和物理性能；型式检验报告物理性能指标为半年检验一次（臭氧老化为一年进行一次、人工老化根据用户要求进行检验）。三元乙丙防水卷材物理性能应符合下表要求项目指标断裂拉伸强度，Mpa常温≥7.560℃≥2.3扯断伸长率，%常温≥450广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案-20℃≥200撕裂强度，KN/m≥25不透水性压力，Mpa≥0.3时间，min≥30低温弯折，℃≤-40加热伸缩量延伸，mm＜1.2收缩，mm＜1.2热空气老化(80℃×168h)断裂拉伸强度保持率，%，≥80扯断伸长率保持率，%，≥70100%伸长率外观无裂纹耐碱性断裂拉伸强度保持率，%，≥80扯断伸长率保持率，%，≥80臭氧老化伸长率，40%，500pphm无裂纹2、水泥基渗透结晶型防水涂料水泥渗透结晶性防水涂料进场必须有合格证和出厂检验报告或型式检验报告。出厂检验和型式检验应对匀质性(含水量、总碱量（Na2O+0.65K2O）、氯离子含量、细度（0.315mm筛））、物理力学性能(安定性、凝结时间、抗折强度、抗压强度、湿基面粘结强度、抗渗压力、第二次抗渗压力、渗透压力比)。型式检验报告的有效期为一年。物理性能指标应符合下表要求：序号试验项目性能指标1安定性合格2凝结时间初凝时间，min≥20终凝时间，h≤243抗折强度，Mpa≥44抗压强度，Mpa≥18（28天）广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案12（7天）5湿基面粘结强度，Mpa≥1.06抗渗压力（28d），Mpa＞1.07第二次抗渗压力（56d），Mpa＞0.88渗透压力比（28d），%≥2009冻融循环（次）＞503、聚氨酯防水涂料采用Ⅰ型双组分非焦油聚氨酯防水涂料，其品种、规格、技术性能必须满足设计和施工技术规范的要求。聚氨酯防水涂料进场产品外包装上应有生产厂家、地址、商标、产品标记、产品使用配比及产品净质量、产品用途（外露或非外露、地下潮湿基面使用）、安全使用事项及使用说明、生产日期或批号、运输与贮存注意事项及贮存日期。产品用带盖的铁桶或塑料密闭包装，双组分产品按组分分别包装，不同组分的包装应有明显区别。聚氨酯防水涂料贮存时，不同类型、规格的产品应分别堆放，不应混杂；避免日晒雨淋、禁止接近货源，防止碰撞，注意通风；贮存温度不应高于40℃；在正常贮存、运输条件下，贮存期自生产日起至少为6个月。进场聚氨酯防水涂料应有产品质量证明书或出场检验报告、型式检验报告；出厂检验报告的项目包括：外观、拉伸强度、断裂伸长率、低温弯折率、不透水性、固体含量、表干时间、实干时间和潮湿基面粘结强度（用于地下潮湿基面时）；型式检验项目包括技术要求中所有规定。产品为均匀粘稠体、无结块凝胶；屋面用双组分聚氨酯防水涂料物理力学性能见下表：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案序号项目Ⅰ1拉伸强度（MPa）≥1．902断裂伸长率（%）≥5503撕裂强度（N/mm）≥124低温弯折性（℃）≤-405不透水性压力，Mpa，≥0.3保持时间，min，≥306固体含量（%）≥807潮湿基面粘结强度（MPa）≥8定伸时老化加热老化无裂纹及变形人工气候老化无裂纹及变形9热处理拉伸强度保持率（%）80～150断裂伸长率（%）≥400低温弯折性（℃）≤-3010碱处理拉伸强度保持率（%）60～150断裂伸长率（%）≥400低温弯折性（℃）≤-3011酸处理拉伸强度保持率（%）80～150断裂伸长率（%）≥400低温弯折性（℃）≤-30备注：潮湿基面强度仅用于地下工程潮湿基面时要求；地下室外墙和室内用双组分聚氨酯防水涂料物理力学性能见下表：序号项目Ⅰ1可操作时间，min≥202拉伸强度（MPa）≥1．903断裂伸长率（%）≥4504撕裂强度（N/mm）≥125低温弯折性（℃）≤-35广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案6不透水性压力，Mpa，≥0.3保持时间，min，≥307固体含量（%）≥828潮湿基面粘结强度（MPa）≥0.59抗渗性涂膜（120min）≥0.310表干时间(h)≤1211实干时间(h)≤2412加热伸缩率，%≤1.0≥-4.013定伸时老化加热老化无裂纹及变形人工气候老化无裂纹及变形14热处理拉伸强度保持率（%）80～150断裂伸长率（%）≥400低温弯折性（℃）≤-3015碱处理拉伸强度保持率（%）60～150断裂伸长率（%）≥400低温弯折性（℃）≤-3016酸处理拉伸强度保持率（%）80～150断裂伸长率（%）≥400低温弯折性（℃）≤-3017浸水168h后拉伸强度，Mpa，≥1.718浸水168h后断裂伸长率，%，≥40019耐水性，%，≥80备注：潮湿基面强度仅用于地下工程潮湿基面时要求；以同一类型、同一规格15t为一批，不足15t亦作为一批进行外观检查和进行复检。4、水泥广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案本工程找平层水泥砂浆采用的水泥为普通硅酸盐水泥（P.O42.5R）。有出厂质量证明书；出场质量证明书内容应包括《硅酸盐水泥、普通硅酸盐水泥》（GB175-1999）规定的各项技术要求及试验结果、混合材料名称和掺加量、属旋窑或立窑生产。水泥厂应在水泥发出日起7d内寄发除28d强度以外的各项试验结果。28d强度数值，应在水泥发出日起32d内补报。水泥进场使用前，分批对强度、安定性进行复检。如遇水泥强度等级不明或出厂时间超过3个月时，进行复查试验，并按试验结果使用。不同品种的水泥，不得混合使用。水泥可以袋装或散装；袋装水泥每袋净重50Kg,且不得少于标志重量的98%。随机抽取20袋，水泥总重量不得少于1000Kg。水泥包装袋上应清楚标明：生产厂家、生产许可证编号、品种名称、代号、标号、包装年月日和编号；包装袋两侧应印有水泥名称和标号。硅酸盐水泥的印刷采用红色。水泥在运输和贮存时不得受潮和混入杂物，不同品种和标号的水泥应分别贮存，不得混杂。5、砂采用Ⅲ类中砂，过5mm孔径筛子，级配良好；天然Ⅲ类中砂泥块、含泥量见下表：项目指标Ⅲ类含泥量（含质量计），%＜5.0泥块含量（含质量计），%＜2.0不得混有草根、树叶、树枝、塑料、煤块、炉渣等杂质；砂中如含有云母、轻物质、有机物、硫化物及硫酸盐、氯盐等，其含量应符合下表规定：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案项目指标类别（Ⅲ类）云母（按质量计），%＜2.0轻物质（按质量计），%＜1.0有机物（比色法）合格硫化物及硫酸盐（按SO2，质量计），%＜0.5氯化物（以氯离子质量计），%＜0.06表观密度应大于2500Kg/m3、松散堆积密度大于1350Kg/m3、空隙率小于47%。6、密封材料本工程采用建筑防水沥青嵌缝油膏。每件产品应标有生产厂家、地址、产品名称、标号、生产日期、净质量、商标、执行标准及产品合格证、出厂检验或型式检验报告（出厂检验项目为外观、施工度、下垂度、低温柔性、拉伸粘结性）；黑色均匀膏状，无结块和未浸透的填料；油膏以密闭的铁桶或内衬塑料袋的纸箱等包装；在运输和贮存时，要远离火源、热源，不得碰撞和挤压，产品贮存期为一年。油膏的物理力学性能应符合下表：序号项目技术指标1密度，g/cm3≥规定值2施工度，mm≥20.03耐热度温度，℃80下垂值，mm4.04低温柔性温度，℃-10粘结状况无裂纹和剥离现象5拉伸粘结性，%≥1256浸水后拉伸粘结性，%≥1257渗出性渗出幅度，mm5广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案渗出张数，张48挥发性，%≤2.8注：规定值由厂家提供或供需双方商定进场的改性沥青油膏密封材料以同一规格、品种的密封材料每2t为一批，不足2t也按一批进行抽检。每批随机抽取3件产品，离表皮50mm处，各取样1kg，装于密封容器内，一份做试验用，另两份留作备用。密封材料应检验耐热度、低温柔性、拉伸粘结性、施工度。7、止水带本工程采用可拆卸式止水带中橡胶止水带和钢板止水带，均应有出场质量证明书。其中可拆卸式止水带中所含橡胶止水带应有性能检测报告。5.4施工机具1、机械；搅拌机、塔吊、手提式电动搅拌器；2、工具：运料手推车、筛子、抹子、水平刮杠、橡胶刮板、笤帚、压辊、皮卷尺、裁刀、弹线放样工具可燃性气体焰炬、长把滚刷、棕扫帚、钢丝刷、磅称、橡皮锤、方尺、缸砖切割机、大木杠、小木杠、筛子、鸭嘴壶、喷壶等；3、安全防护：安全帽、工具箱、消防器材；5.5人员组织根据施工作业面，组织施工操作人员10～20名、质检员2名、施工工长1名。6.施工方法6.1施工顺序本工程防水工程按以下的施工顺序：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案地下室底板水泥基渗透结晶型防水涂料防水→地下室侧墙聚氨酯涂料防水→11层屋面三元乙丙防水和聚氨酯防水涂料→设备层屋面三元乙丙防水室及聚氨酯涂料防水→内聚氨酯涂膜防水及防潮→地下室屋面卷材防水6.2工艺流程1、地下室底板水泥基渗透结晶型涂料防水层基层处理→基面湿润→制浆→涂水泥基渗透结晶性防水涂料→检验→养护→检查验收2、地下室侧墙聚氨酯防水涂料防水层基层处理→涂刷基层处理剂→特殊部位加强处理工→防水层施工→防水手头处理→检查验收3、屋面三元乙丙卷材防水层基层清理→底胶配制→涂刷底胶→特殊部位进行增补处理(附加层)→卷材粘贴面涂胶基层表面涂胶→铺贴防水卷材→检查验收4、嵌缝施工基层检查与修补→填塞背衬材料→涂刷基层处理剂→嵌填密封材料→抹平、压光、修整→固化、养护→检查验收5、找平层1)基层为结构层基层清理→管根封堵→灰饼施工→洒水湿润→冲筋→水泥砂浆铺设、找平、压光→养护→验收2)基层为找坡层广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案基层清理→灰饼施工、冲筋→水泥砂浆铺设、找平、压光→养护→验收6.2施工操作6.2.1水泥砂浆找平层水泥砂浆找平层包括水平找平层（屋面及室内楼地面）和竖向找平层（屋面女儿墙及室内墙面）两大部分。但施工操作步骤均相似。1、基层清理将结构层表面的松散杂物清扫干净，突出基层表面的灰渣等粘结杂物要铲平，且不得影响找平层的有效厚度。对于地下室外墙、消防水池墙，剔除埋在墙表面的木塞，沿木塞凹槽底部割除对拉螺栓，采用1:3微膨胀水泥砂浆进行封堵，表面与墙表面平；然后表面洒水润湿后，用扫帚将1：1水泥砂浆（加适量建筑胶）甩在砼基层上，使其凝固在光滑的砼表面，终凝后及时洒水养护。用手掰不动为好，方可进行下道工序施工。2、管根封堵大面积做找平层前，应先将出屋面、楼地面及外墙的管根等根部进行封堵处理。3、洒水湿润基层为结构时，抹水泥砂浆找平层前，适当洒水湿润基层表面，主要是利于基层与找平层的结合，但不可洒水过量，以免影响找平层表面的干燥，使防水、防潮、隔汽层施工后窝住水汽，导致防水、防水及隔汽层产生空鼓。所以洒水达到基层和找平层能牢固结合为度。当基层为水泥炉渣找坡层时，不得洒水。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案4、贴点标高灰饼、冲筋、留设分格缝(1)屋面及室内楼地面找平层根据要求，拉线找平（当在找坡层上时，即拉线找坡），一般按1～2m贴点标高（贴灰饼）。铺抹找平砂浆时，先按流水方向以间距1～2m冲筋，并设置找平层分格缝，分格缝宽度一般为12～15mm。对于屋面大面积做水泥砂浆找平层，易开裂，因此设置分格缝，分格缝最大间距不宜大于6m。分格缝设置的方法：在已定分格缝的位置上放置塑料成品分格条，分格条上平与灰筋上平一致，同时用水泥砂浆固定牢固，然后使用与灰筋同类的水泥砂浆进行装档抹灰，以灰筋和分格条为准用木杠搓平，待收水后用铁抹子压实抹平，终凝前取出分格条。(2)墙面找平层根据设计要求的厚度、基层表面平整垂直情况，拉通线抹灰饼。先抹灰饼，再抹下灰饼。灰饼宜用找平层相同的水泥砂浆抹成5cm见方形状。当灰饼砂浆达到七八成干时，即可用与抹灰层相同砂浆充筋，充筋根数应根据墙体宽度和高度确定，一般标筋宽度为5cm，两筋间距不大于1.5m。当墙面高度小于3.5m时宜做立筋。大于3.5m时宜做横筋，做横向冲筋时做灰饼时间距不宜大于2m。5、铺抹水泥砂浆水平构件：按分格块装灰、铺平，用刮杠靠冲筋条刮平，找平后用木抹子搓平，用铁抹子压光；待浮水沉失后（人踏上去有脚印但不下陷为度），再用铁抹子压第二遍即可交活。竖向构件：一般情况下充筋完成2h左右可开始抹底灰为宜，抹前按设计要求的砂浆配合比先抹一层薄灰，要求将基体抹严，抹时用力压实使砂浆挤入细小缝隙内，接着分层装档，每层厚度控制在5～7mm。用2.5m广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案长刮尺刮平整，用木抹子搓毛。每层抹灰不宜跟的太紧，以防收缩影响质量。待第一层六至七成干时，即可第二层。第二层用相同配比的砂浆按冲筋抹平，短杠刮平，低凹处事先填平补齐，最后用木抹子搓出麻面。待第二层灰六七成干时开始抹罩面灰（罩面时若中层灰过干应浇水湿润），操作时两人配合进行，一人先刮一遍薄灰，另一人随即抹平。并用木工横竖刮平，木抹子搓毛，铁抹子溜光、压实。找平层水泥砂浆为体积比，按设计要求配置，拌合稠度控制在7cm。在抹找平层的同时，凡基层与突出屋面结构的连接处、转角处，均应做成半径为30～50mm的圆弧或斜长为100mm的钝角。泛水处卷材收头的凹槽内抹灰呈45°。排水口周围应做半径为500mm和坡度不小于5%的环形洼坑。6、养护找平层抹平、压实以后12h可适当洒水养护，一般养护期为7d。经干燥后进行下到工序施工。6.2.2水泥基渗透结晶型防水涂料防水层根据设计底板“水泥基渗透结晶型防水涂料外防水，用量1.0～1.5kg/m2”，根据《聚合物水泥、渗透结晶型防水材料应用技术规程》CECS195-2006相关条文要求，本工程水泥基渗透结晶型防水涂料采用粉状。1、基层处理检查混凝土基面有无病害或缺陷，有无钢筋头、有机物、油漆等其它粘结物等，对存在的部位进行认真清理，对混凝土出现裂缝的部位用钢丝刷进行重点打毛，如：裂缝大于0.4mm的则需要开U型槽15×广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案20mm，用钢丝刷、凿子或高压水枪打毛混凝土基面，清理处理过的混凝土基面，不准残存任何的悬浮物质。2、基面湿润用水充分湿润处理过的待施工的施工基面，保持混凝土结构得到充分的湿润、润透，但不宜有明水。3、制浆水泥基渗透结晶性防水涂料粉料与干净的水调和（水内要求无盐、无有害成分），混合时采用手提式电动搅拌器搅拌。水泥基渗透结晶性防水涂料粉料与水的调和比按照材料说明书要求进行。将计量过的粉料与水倒入容器内，用搅拌物充分搅拌3-5分钟，使料拌和均匀；防水涂料使用前应特别注意搅拌均匀，因为防水涂料有较多的填充料，如果搅拌不均匀，不仅涂刮困难，而且未搅拌均匀的颗粒留在涂层中，将会影响防水效果；拌料时要掌握好料、水的比例，一次调料不宜过多（调成后不准再加水及粉料，一次成型），要在20分钟内用完。4、涂刷水泥基渗透结晶型防水涂料涂刷时要用专用半硬的尼龙刷。涂刷时要注意来回用力，确保凹凸处满涂，并厚薄均匀。在平面或台阶处进行施工时必须注意将水泥基渗透结晶型防水涂料涂刷均匀，阴阳角处要涂刷均匀，不能有过厚的沉积，防止在过厚处出现开裂。底板防水底面和侧面接茬处详见附图02。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案裂缝大于0.4mm时应先开槽，后湿润、在涂刷水泥基渗透结晶型防水涂料浓缩剂浆料，1.5小时厚用水泥基渗透结晶型防水涂料浓缩剂半干料团夯实，继续用水泥基渗透结晶型防水涂料浓缩剂浆料涂刷，用量不变。一般要求涂刷2道，即在第1层涂料达到初步固化（约1～2h）后，进行第2道涂料涂刷。当第1道涂料干燥过快时，应浇水湿润后再进行第2道涂料涂刷。5、检验水泥基渗透结晶型防水涂料涂层施工完毕后，须检查涂层是否均匀，如有不均匀处，须进行修补。水泥基渗透结晶型防水涂料涂层施工完毕后，须检查涂层是否有暴皮现象，如有，暴皮部位需要清除，并进行基面再处理后，再次用水泥基渗透结晶型防水涂料涂刷。水泥基渗透结晶型防水涂料涂层的返工处理：返工部位的基面，均需潮湿，如发现有干燥现象，则需喷洒水后再进行水泥基渗透结晶型防水涂料涂层的施工，但不能够有明水出现。6、养护水泥基渗透结晶型防水涂料终凝后3-4小时或根据现场湿度而定，采用喷雾式撒水养护，每天喷水养护3-5次，连续2-3天，室外施工时要注意避免雨水冲坏涂层。施工过程中48小时内避免雨淋、日晒、污水。养护期间不得碰撞防水层。6.2.3三元乙丙卷材防水层1、施工方法选用广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案本工程在屋面防水中，采用的材料为1.5mm厚三元乙丙防水卷材和2mm厚聚氨酯防水涂料。根据施工现场实际情况和《屋面工程施工质量验收规范》GB50207-2002条文相关要求，三元乙丙防水卷材采用冷粘及卷材满粘的施工方法。2、基层清理(检查、修补、找平层清理)检查找平层的质量是否符合规范规定和设计要求，并进行清理、清扫。如若存在凹凸不平、起砂、起皮、裂缝、预埋件固定不牢等缺陷时，应及时进行修补。找平层修补方法如下：（1）凹凸不平时，铲除凸起部位，低凹处应用1:2.5水泥砂浆（掺水用量10%～15%的建筑胶）补抹，较浅时可用素水泥掺建筑胶涂刷，抹平压光；（2）起皮、起砂时，将起皮、起砂表面清理干净，用水泥素浆掺建筑胶涂刷一层，抹平压光；（3）裂缝时，当裂缝宽度﹤0.5mm，用密封材料刮缝；当裂缝宽度﹥0.5mm，沿缝凿成V形槽（20×15mm），清扫干净后嵌填密封材料；（4）当预埋件或管道固定不牢时，凿开重新灌注掺加膨胀剂的C30细石砼，四周按要求做好圆台状。基层面要平整，用2m直尺检查，直尺与基层间隙不超过5mm空隙。防水基层表面干燥、干净、含水率不大于9%，检测方法为将1平方米卷材铺在找平层上静置3－4小时，掀开检查覆盖部位，只要防水卷材下面未见水印即可。3、配制底胶广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案根据三元乙丙防水卷材使用要求，按比例要求配置底胶，采用手提式电动搅拌器搅拌均匀。4、涂布底胶在大面积涂刷施工前，先在阴角、管根等复杂部位均匀涂刷一遍；然后用长把滚刷大面积顺序涂刷，涂刷底胶厚度要均匀一致，不得有露底现象。涂刷的底胶经4h干燥，手摸不粘时，即可进行下道工序。5、特殊部位增补处理： 1)增补剂涂膜聚氨酯涂膜防水材料分甲、乙两组份，按配合搅拌均匀，即可在女儿墙的管根、阴阳角部位，均匀涂刷一层聚氨酯涂膜，做为特殊防水薄弱部位的附加层，涂膜固化后即可进行下一工序。2)节点施工处理大面积防水层施工前，对一些特殊部位，如阴阳角、管根、落水口，可用三元乙丙卷材铺贴一层附加增强层进行处理。这有利于大面积防水层施工质量和整体质量的提高，对提高节点处防水密封性、防水层的适应变形能力是非常有利的。由于节点处理工序多，用料种类多，用量零星，而且工作面狭小，施工难度大，因此在大面积防水层施工前进行。但卷材收头则要在大面积卷材防水层完成后进行。(1)屋面水落口安装时，后浇的细石混凝土（同屋面板）必须掺膨胀剂，以减少收缩裂缝，保证安装牢固。水落口杯的上口安装标高，要考虑屋面排水坡度、局部加大的坡度（5%）以及找平层、防水层、附加增强层和保护层的厚度，标高必须准确，不得过高也不宜过低。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案在水落口与基层交接处，抹好找平层后要预留10㎜×10㎜的凹槽，填嵌防水油膏密封材料。水落口四周直径500mm范围内采用三元乙丙防水卷材附加层，厚度同防水层。铺至水落口的各层卷材和附加层，均应贴在杯口内（见附图01），用雨水罩住底盘，将其压住，底盘与卷材之间应满涂胶结材料予以粘结，底盘周围用密封材料填封。水落口处的卷材裁剪方法如下：(2)穿过防水层的管道管道穿过防水层分直接穿过和套管穿过两种。屋面直接穿过防水层的管道四周找平层按设计要求放坡，与基层交接处必须预留10㎜×10㎜的槽，填嵌防水油膏密封材料，再将管道四周除锈打光，然后加施工附加增强层。屋面套管穿过防水层时，套管与基层间的做法与直接穿管做法相同，穿管与套管之间先填弹性材料如泡沫塑料，每端留深10mm以上凹槽嵌填防水油膏密封防水材料。伸出屋面管道与屋面相交处卷材的铺贴方法和立墙与屋面转角处相似，所不同的是流水方向不应有逆槎，伸出屋面管道阴角处卷材应作附加层增强层，上部剪口交叉贴实。穿屋面管道防水节点作法详见设计所选图集。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案(3)分格缝分格缝的设置是为了使防水层有效地适应各种变形的影响，提高防水能力。但如果分格缝施工质量不好，则有可能成为漏源之一。分格缝应按设计要求填嵌密封材料。分格缝位置要准确。一般应先弹线后嵌分格木条，待砂浆或混凝土终凝后立即取出木条。分格缝两侧应做到顺直、平整、密实，否则应及时修补，以保证嵌缝材料粘结牢固，在防水层施工前及时的采用油膏嵌缝。(4)阴阳角防水层阴阳角的基层按规范要求作成半径30～50㎜圆角或斜长为100㎜倒角。由于交接处应力集中，往往先于大面积防水层提前破损，因此在这些部位加做附加增强层。阴阳角处常以全粘实铺为主（见附图02）。阴阳角增强层卷材裁剪方法见下图：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案附加层的宽度按设计规定，如设计无特殊要求时，一般每边粘贴250mm为宜。阴阳角附加增强层见下图(a)、(b)：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案(5)防水层收头泛水是指屋面的转角与立墙部位。这些部位结构变形大，容易受太阳曝晒，因此为了增强接头部位防水层的耐久性，一般要在这些部位加铺一层卷材。屋面防水层在泛水部位收头距屋面面层最低高度应不小于300mm，待大面积卷材铺贴后，再对泛水和收头做统一处理。泛水部位卷材铺贴前，应先进行试铺，将立面卷材长度留足，先铺贴平面卷材至转角处，然后从下向铺贴立面卷材。如先铺立面卷材，由于卷材自重作用，立面卷材张拉过紧，使用过程易产生翘边、空鼓、脱落等现象。防水层在泛水处收头节点详见设计所选图集。6、三元乙丙防水卷材铺贴1)弹线铺贴前在基层面上排尺弹线，作为掌握铺贴的标准线，使其铺设平直。2)施铺卷材的顺序施铺卷材应按先高后低、先远后近的顺序进行；施铺防水卷材屋面的防水层时，应先施铺排水比较集中的部位（如排水口、檐口、天沟等处），按标高由低到高的顺序施铺。3)卷材的配置施铺防水卷材应将卷材顺长方向进行配置，使卷材长向与水流向坡度垂直。卷材的措接要顺水流坡度方向，严禁与水流成逆向配置。4)卷材表面涂布胶粘剂用长把滚刷蘸满胶粘剂，均匀涂布在三元乙丙防水卷材干燥和洁净的表面上。涂布要均匀，切忌在一处反复涂刷，以免将底胶“咬”广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案起。涂布后，待10～20min干燥后，指触基本不粘手指时，即可铺设卷材。5)基层表面涂胶底胶干燥后，在清理干净的基层面上，用长把滚刷蘸满胶粘剂均匀涂刷，涂刷面不宜过大，然后晾胶。6)卷材粘贴在基层面及卷材粘贴面已涂刷好胶粘剂的前提下，将卷材用φ30mm、长1.5m的圆心棒（圆木、或塑料管）卷好，由二人抬至铺设端头，注意用线控制，位置要正确，粘结固定端头，然后沿弹好的标准线向另一端铺贴，操作时卷材不要拉太紧，更不允许拉伸卷材，也不允许有皱折现象。并注意方向沿标准线进行，以保证卷材搭接宽度。卷材不得在阴阳角处接头，接头处应间隔错开。立面与平面相连部位的卷材，应由平面向立面铺贴，并要使卷材紧贴阴角，严禁出现空鼓现象。7)操作中排气卷材铺展后应及时用干净松软的长把滚刷从卷材的一端开始朝卷材的横方向顺序用力滚压一遍，并应认真地排除卷材底下的空气，使卷材铺贴牢固。8)滚压排除空气后，为使卷材粘结牢固，应用外包橡皮、重30～40kg的铁辊滚压一遍，使其粘结牢固，垂直部位（立面）用手压辊滚压粘牢。9)接头处理广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案卷材搭接的长边与端头的短边100mm范围，用胶粘剂粘结；用油刷均匀地将配合好胶粘剂涂剧在翻开卷材接缝的两个粘结面上。干燥20～30min。指感基本不粘时，即可进行粘合。粘合时应从一端开始，一边压合一边驱除空气。粘合后要及时用手持压辊顺序认真地滚压一遍，接缝处不允许有气泡或皱折存在。凡三层重叠处的接缝，都必须填充密封膏进行封闭。6.2.4聚氨酯涂膜防水层1、确定施工方法工程室内楼地面及墙体、地下室外墙、屋面等采用聚氨酯涂膜防水层，其厚度为1.5和2.0mm。根据涂料的性能，聚氨酯涂膜施工采用刮涂的施工方法。2、检查、修补基层检查找平层的质量是否符合规范规定和设计要求，并进行清理、清扫。如若存在凹凸不平、起砂、起皮、裂缝、预埋件固定不牢等缺陷时，应及时进行修补。找平层修补方法如下：（1）凹凸不平时，铲除凸起部位，低凹处应用1:2.5水泥砂浆（掺水用量10%～15%的建筑胶）补抹，较浅时可用素水泥掺建筑胶涂刷，抹平压光；（2）起皮、起砂时，将起皮、起砂表面清理干净，用水泥素浆掺建筑胶涂刷一层，抹平压光；（3）裂缝时，当裂缝宽度﹤0.5mm，用密封材料刮缝；当裂缝宽度﹥0.5mm，沿缝凿成V形槽（20×15mm），清扫干净后嵌填密封材料；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案（4）当预埋件或管道固定不牢时，凿开重新灌注掺加膨胀剂的C30细石砼，四周按要求做好圆台状。基层面要平整，用2m直尺检查，直尺与基层间隙不超过5mm空隙。防水基层表面干燥、干净、含水率不大于9%，检测方法为将1平方米卷材铺在找平层上静置3～4小时，掀开检查覆盖部位，只要防水卷材下面未见水印即可。3、配料搅拌采用双组分涂料，每份涂料在配料前必须先搅拌均匀。配料应根据材料生产厂家提供的配合比现场配置，严禁任意改变配比。配料时要求计量准确，主剂和固化剂的混合偏差不得大于5%。涂料的搅拌配料先放入搅拌容器，然后放入固化剂，并立即开始搅拌。搅拌时间一般在3～5min。掺入固化剂的材料应在规定时间使用完毕。搅拌的混合料以颜色均匀一致为标准。4、涂膜防水厚度控制涂膜防水施工前，必须根据设计要求的涂膜厚度及涂料的含固量确定（计算）每平方米涂刷用量及每到涂刷的用量以及需要涂刷的遍数。5、涂刷间隔时间实验涂刷防水涂料前必须根据其表干时间和实干时间确定每遍涂刷用量和间隔时间。6、节点处理广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案在大面积防水层施工前，先对节点进行处理，如进行穿墙管道及穿楼板管道的密封材料嵌填、附加增强层的铺设等，这有利于大面积防水层施工质量和整体质量的提高，对提高节点处防水密封性、防水层的适应变形能力是非常有利的。密封材料采用改性沥青防水油膏、附加增强层材料采用加筋聚氨酯防水涂膜，附加增强层厚度同防水和防潮层的厚度。(1)室内地漏安装地漏时，其四周后浇的细石混凝土（同楼板强度）必须掺膨胀剂，以减少收缩裂缝，保证安装牢固。地漏的上口安装标高，要考虑地面排水坡度以及找平层、防水层、附加增强层和保护层的厚度，标高必须准确，不得过高也不宜过低。在地漏与基层交接处，在做好找平层后要预留10㎜×10㎜的凹槽，填嵌改性沥青防水油膏密封材料。地漏四周直径500mm范围内采用聚氨酯涂膜加筋附加层，厚度同防水层。刮至地漏的涂膜防水层和附加层，均应伸入地漏杯内不少于50mm。(2)穿过防水层的管道管道穿过楼地面及墙面防水层分直接穿过和套管穿过两种。楼地面直接穿过防水层的管道四周与基层交接处必须预留10㎜×10㎜的槽，填嵌改性沥青防水油膏密封材料，再将管道四周除锈打光，然后施工附加增强层。楼地面套管穿过防水层时，套管与基层间的做法与直接穿管做法相同，穿管与套管之间先填弹性材料如泡沫塑料，每端留深10mm以上凹槽嵌填改性沥青防水油膏密封防水材料。墙面穿越防水层的管道，均采用套管形式，穿管与套管之间填充弹性材料，每端留深10mm以上凹槽嵌填改性沥青防水油膏密封防水材料。套管或管道与基层相交处聚氨酯涂膜增强层的施工方法和立墙与底面转角处相似，所不同的是流水方向不应有逆槎。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案(3)阴阳角在刮涂阴阳角附加层聚氨酯涂膜过程中，加设玻璃纤维布，以增强防水附加层的抗裂。涂膜操作时用刮板挂聚氨酯涂料驱除气泡，将玻璃纤维布粘贴在已刮完的第一层防水涂料上。阴阳角一般为条形，阴阳角部位一般为条形、管根部位为块形、三面角应裁成块形布铺设，然后在布上多次刮涂防水涂料，直至符合防水层的厚度。涂料防水阴阳角处理详见附图02、穿墙管道防水处理详见设计所选图集相应节点。外墙水平施工缝处增加防水附加层，其防水附加层宽度和作法详见附图03。4、涂刷底胶将配置好的底胶料搅拌均匀，用长把滚刷均匀涂刷在基层的表面，涂刷量满足聚氨酯涂料防水层施工的要求，涂刷后手感不粘时，即可进行聚氨酯涂膜防水层施工。5、涂膜防水层施工涂布聚氨酯防水涂料先涂立面、节点，后涂平面。应按顺序倒退的方式，进行防潮层涂料涂布。(1)刮涂第一道涂膜在附加增强层和底胶的材料固化并干燥后，先检查其附加增强层部位，有无残留的气泡或气孔。如有气孔或气泡，则应用橡胶刮板将聚氨酯防水涂料用力压入气孔，局部在涂刷涂膜，然后进行第一道聚氨酯防水涂膜施工；如果没有气泡，即可进行第一道聚氨酯防水涂膜施工。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案刮涂施工时，一般先将涂料直接分散倒在基层上，用刮板来回刮涂，使其厚薄均匀，不露底、无气泡、表面平整，然后待其干燥。在倒料时注意控制涂料均匀倒洒，避免造成涂料难以刮开、厚薄不均匀现象。前一遍涂层干燥后应将涂层上的灰尘、杂质清理干净后再进行后一遍涂层的涂布，后一遍涂料涂布前应严格检查前遍涂层是否有缺陷，如气泡、露底、漏刷、翘边、杂物混入等现象，如发现上述问题，先进行修补再涂布后遍涂层。立面部位涂层应在底面涂布前进行，涂布数应根据涂料的流平性好坏确定，流平性好的涂料应薄而多次进行，以不产生流坠现象为度，以免涂层因流坠使上部涂层变薄，下部涂层变厚，影响防水或防潮层的性能。涂料涂布时，涂刷致密是保证质量的关键。刷基层处理剂时要用力薄涂，涂刷涂料则应按规定的涂层厚度（控制涂料的单方用量）均匀、仔细地涂刷。各道涂层之间的涂刷方向应相互垂直，以提高防水层和防潮层的整体性和均匀性。涂层间的接槎在每遍涂刷时接槎50～100㎜，避免在接槎处影响防水层和防潮层的防水性能。(2)根据设计要求的厚度，按(1）进行多遍防水涂料施工，直到厚度达到要求。6.2.5嵌填密封材料1、材料及部位屋面分格缝和管道与基层相交处，均进行密封材料的嵌填，密封材料采用防水油膏。2、接缝基层要求（1）基层应牢固，表面应平整、密实，不得有蜂窝、麻面、起皮和起砂现象。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案（2）接缝尺寸应符合设计要求，宽度和深度沿缝应均匀一致。（3）嵌填密封材料前，基层应干净、干燥，否则会降低粘结强度。3、施工气候条件密封材料严禁在雨天或雪天施工；五级风以上时不得施工，施工环境气温防水油膏宜为3～35℃。4、基层的检查与修补密封防水施工前应首先进行接缝尺寸和基面的平整性、密实性的检查，符合要求后才能进行下一步操作。如接缝宽度不符合要求，应进行调整或用聚合物水泥砂浆处理；基层出现缺陷时，也用聚合物水泥砂浆修补。5、粘结性能试验根据设计要求和厂方提供的资料，在实际施工前，应采用简单的方法进行粘结试验，以检查密封材料及基层处理剂是否满足要求，其试验方法如下：以实际粘结体或饰面试件作粘结体，先在其表面贴塑料膜条，再涂以基层处理剂，然后在塑料膜条和涂层上粘上条状密封材料，置于现场固化后，用手将密封材料条揭起，当密封条拉伸直到破坏时，粘结面仍留有破坏的密封材料，则可认为密封材料及基层处理剂粘结性能合格。6、填塞背衬材料根据图集要求，本工程的嵌缝背衬材料为聚苯乙烯泡沫塑料棒或聚苯乙烯泡沫塑料条，填塞的高度以保证图集要求的最小缝深度为准。7、涂刷基层处理剂广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案涂刷基层处理剂前，必须对接缝作全面的严格检查，待全部符合要求后，再涂刷基层处理剂。涂刷基层处理剂应注意以下几点：1)基层处理剂干燥后应立即嵌填密封材料，干燥时间一般为20～60min。2)涂刷时要用大小合适的刷子，使用后用溶剂洗净。3)涂刷有露白处或涂刷后间隔时间超过24h，应重新涂刷一次。4)基层处理剂容器要密封，用后即加盖密封，以防溶剂挥发。5)不得使用过期、凝聚的基层处理剂。8、嵌填密封材料1)由于基层处理剂一般均含有易挥发溶剂，涂刷后，如其溶剂尚未挥发或未完全挥发即嵌填密封材料，会影响密封材料与基层处理剂的粘结性能，降低基层处理剂的使用效果。因此，嵌填密封材料应待基层处理剂表干后才能进行。同时，表干后立即嵌填密封材料，否则基层表面易被污染，也会降低密封材料与基层的粘结力。2)将密封材料装及锅中，装锅容量以2/3为宜，用文火缓慢加热，使其溶化，并随时用棍棒进行搅拌，使锅内材料加热均匀，以免锅底材料温度过高而老化变质。在加热过程中，要注意温度变化，可用200～300℃的棒式温度计测量温度。加热温度应由厂家提供或根据材料的种类确定。若现场没有温度计时，温度控制以锅内材料液面发亮，不再起泡，并略有青烟冒出为度。3)加热至规定温度后，立即运至现场现行浇灌，灌缝时温度应能保证密封材料具有很好的流动性。若运输距离过长采用保温桶运输。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案4)灌缝从最低标高处开始向上连续进行，尽量减小接头。一般先灌垂直屋脊板缝时，向平行屋脊缝两侧延伸150mm，并留成斜槎，灌缝应饱满，略高出板缝。灌垂直屋脊板缝时，对板缝中部浇灌，灌平行屋脊板缝时，应靠近高侧浇灌。5)灌缝漫出两侧的多余材料，可切除回收利用，与容器内清理出来的密封材料一起，投入加热后重新使用，但一次加入量不得超过新材料的10%。灌缝完毕后立即检查密封材料与缝两侧面的粘结是否良好，是否有气泡，若发现有脱开现象和气泡存在，用喷灯或电烙铁烘烤后压实。9、固化、养护已嵌填施工完成的密封材料，一般应养护2～3d，接缝密封防水处理通常为隐蔽工程，下一道工序施工时，必须对接缝部位的密封材料采取永久性的保护措施。进行施工现场清扫，对已嵌填的密封材料宜用卷材或木板条保护，以防污染或碰损。嵌填的密封材料固化前不得踩踏，因为密封材料嵌填时构造尺寸都有一定的要求，若未固化，密封材料尚未具备足够的弹性，踩踏后易发生塑性变形，从而导致其构造尺寸不符合设计要求。6.2.6止水带1、确定施工材料止水带作为施工缝和后浇带的必配防水配件，它的功能可以阻止地下水通过施工缝和后浇带缝进入室内。根据《结构说明》中“六、其它说明”的“1.本工程在主体结构砼浇捣完两个月及沉降基本稳定后再浇后浇带，用于浇捣后浇带的砼采用高一级的微膨胀砼，后浇带构造详下图。与后浇带相关的梁板在后浇带连成整体前支撑模板不得拆除”。“广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案地下室外墙与底板的连接详图七”。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案有上述可知，施工缝和后浇带止水带采用钢板止水带。而有病房楼通往锅炉房处采用可拆卸式止水带。2、确定施工方法止水带埋设方式根据图纸设计的要求，采用中埋式。钢板止水带采用钢筋焊接固定。可拆卸式止水带中的中埋式止水带固定于专用的钢筋套。3、止水带安装墙水平施工缝和底板墙、后浇带采用的钢板止水带，安装时采用钢筋焊接固定，以保证在砼施工工程过程中，钢板止水带不被破坏。可拆卸止水带中的中埋式止水带妥善的固定在筏板钢筋间，并在止水带的边沿处用镀锌铁丝绑牢，以防止移位；可拆卸式止水带中所用角钢等采用焊接的方式固定在结构钢筋上，以防止位移，定位要准确；可拆卸式止水带中其他相关配件在工程竣工验收之前按设计要求图集节点安装完毕。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案6.2.7墙后浇带挡墙施工根据《结构说明》中，地下室外墙后浇带防水挡墙240mm采用MU10页岩标砖、M10水泥砂浆砌筑，表面抹20mm厚1:3水泥砂浆。由于后浇带在主体封顶两个月，方可进行施工。施工后浇带之前回填室外土方，防水拟采用下图节点施工：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案6.2.8蓄水试验屋面卷材、涂膜防水和室内聚氨酯涂膜防水施工完毕后，经项目部检查合格，报建设单位、监理单位做蓄水试验，蓄水深度至少50mm，经过24h检查无渗漏水后，方可进行下道工序施工。试验中若发现有渗漏水现象，应及时修补。6.2.9防水工程隐蔽验收防水工程按材料种类、分段分区域进行验收隐蔽；防水工程完成，经自检合格后，填写“检验批质量验收记录”及“建筑工程隐蔽检验记录”，报请监理进行检查，经监理单位、建设单位检查合格签字认后（对质量监督站需抽查的部分，必须经过质量监督站检查），才能进行防水卷材保护层的施工。防水工程隐蔽验收程序见下图：广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案总包单位检查合格,并提交有技术负责人签字的隐检记录监理工程师发现不符合要求时退回，施工单位重新进行隐检监理工程师审查隐检记录并现场随机抽查核验监理工程师批准隐检记录并签字认可施工单位取得隐检认可后进入下道工序施工监理工程师复核检查申报不同意同意重新申报不同意同意分包单位自检合格，书面验收及自检资料总包单位接到书面资料，全面检查自检资料及现场质量符合规范和设计图纸要求，检查合格自检资料不合格或现场质量不符合规范和设计图纸要求，检查评定不合格不同意验收提交7.质量要求7.1质量标准7.1.1主控项目1、屋面防水工程1)卷材防水层所用卷材及其配套材料，必须符合设计要求。检验方法：检查出厂合格证、质量检测报告和现场抽样复验报告。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案2)防水涂料必须符合设计要求。检验方法：检查出厂合格证、质量检测报告和现场抽样复验报告。3)防水层在水落口、泛水、变形缝和伸出屋面管道的防水构造，必须符合设计要求。检验方法：观察检查和检查隐蔽工程验收记录。4)卷材、涂膜防水层不得有渗漏和积水现象检验方法：雨后或淋水、蓄水试验2、室内防水工程1）有防水要求的建筑地面工程的立管、套管、地漏处严禁渗漏，坡向应正确、无积水。检验方法：观察检查和蓄水、泼水检验及坡度尺检查。2）厕浴间和有防水要求的建筑地面必须设置防水隔离层。楼层结构必须采用现浇混凝土或整块预制土板，混凝土强度等级不应小于C20；楼板四周除门洞外，应做混凝土翻边，其高度不应小于120mm。施工时结构层标高和预留孔洞位置应准确，严禁乱凿洞。检验方法：观察和钢尺检查。3)防水隔离层严禁渗漏，坡向应正确、排水通畅。检验方法：观察检查和蓄水、泼水检验或坡度尺检查及检查检验记录。3、屋面嵌缝工程1)密封材料的质量必须符合设计要求。检验方法：检查产品出厂合格证、配合比和现场抽样复验报告。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案2)密封材料嵌填必须密实、连续、饱满，粘结牢固，无气泡、开裂、脱落等缺陷。检验方法：观察检查。4、屋面找平层1)找平层的材料质量及配合比，必须符合设计要求。检验方法：检查出厂合格证、质量检验报告和设计措施。2)屋面（含天沟、檐沟）找平层的排水坡度，必须符合设计要求。检验方法：用水平仪（水平尺）、拉线和尺量检查。5、室内找平层 1)找平层采用碎石或卵石的粒径不应大于其厚度的2/3，含泥量不应大于2％；砂为中粗砂，其含泥量不应大于3％。检验方法：观察检查和检查材质合格证明文件及检测报告。2)水泥砂浆体积比或水泥混凝土强度等级应符合设计要求，且水泥砂浆体积比不应小于1：3（或相应强度等级）；水泥混凝土强度等级不应小于C15。检验方法：观察检查和检查配合比通知单及检测报告。3)有防水要求的建筑地面工程的立管、套管、地漏处严禁渗漏，坡向应正确、无积水。检验方法：观察检查和蓄水、泼水检验及坡度尺检查。6、地下涂料防水1)涂料防水层所用材料及配合比必须符合设计要求。检验方法:检查出厂合格证、质量检验报告、计量措施和现场抽样试验报告。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案2)涂料防水层及其转角处、变形缝、穿墙管道等细部做法均须符合设计要求。检验方法:观察检查和检查隐蔽工程验收记录。7、地下防水细部构造1)细部构造所用止水带和接缝密封材料必须符合设计要求。检验方法:检查出厂合格证、质量检验报告和进场抽样试验报告。2)施工缝、后浇带、穿墙管道、埋设件等细部构造作法，均须符合设计要求，严禁有渗漏。检验方法:观察检查和检查隐蔽工程验收记录。7.1.2一般项目1、屋面防水1)防水层的搭接缝应粘结牢固，密封严密，不得有皱折、翘边和鼓泡等缺陷；防水层的收头应与基层粘结并固定牢固，缝口封严，不得翘边等缺陷。检验方法：观察检查。2)卷材防水层上的细石砼保护层与卷材间应设隔离层；刚性保护层的分格缝留置应符合设计要求。检验方法：观察检查3)卷材的铺贴方向应正确，卷材搭接宽度的允许偏差为-10mm。检验方法：观察和尺量检查。4)涂膜防水层的平均厚度应符合设计要求，最小厚度不应小于设计厚度的80%。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案检验方法：针测法或取样量测。2)涂料防水层的应与基层粘结牢固，表面平整、涂刷均匀，不得有流淌、皱折、鼓泡、和翘边等缺陷。检验方法:观察检查。2、屋面找平层1）基层与突出屋面结构的交接处和基层的转角处，均应做成圆弧形，且整齐平顺。检验方法：观察和尺量检查。2）水泥砂浆应平整、压光，不得有酥松、起砂、起皮现象。检验方法：观察检查。3）找平层分格缝的位置和间距应符合设计要求。检验方法：观察和尺量检查。4）找平层表面平整度的允许偏差为5mm。检验方法：用2m靠尺和楔形塞尺检查。3、屋面嵌缝1）嵌填密封材料的基层应牢固、干燥、干净，表面应平整、密实。检验方法：观察检查。2）密封防水接缝宽度的允许偏差为±10%，接缝深度为宽度的0.5～0.7倍。检验方法：尺量检查。3）嵌填的密封材料表面应平滑，缝应顺直，无凹凸不平现象。检验方法：观察检查广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案4、室内找平层1)找平层与其下一层结合牢固，不得有空鼓。检验方法：用小锤轻击检查。2)找平层表面应密实，不得有起砂、蜂窝和裂缝等缺陷。检验方法：观察检查。3）找平层表面平整度的允许偏差为5mm。检验方法：用2m靠尺和楔形塞尺检查。4)找平层表面标高允许偏差为0～+8mm。检验方法：用水准仪检查5)找平层坡度允许偏差为不大于房间相应尺寸的0.2%，且不大于30mm。检验方法：用坡度尺检查。6)找平层厚度的允许偏差为在个别地方不大于设计厚度的1/10。检验方法：用钢尺检查。5、地下涂料防水1)涂料防水层的基层应牢固，基面应洁净、平整，不得有空鼓、松动、起砂和脱皮现象；基层阴阳角处应做成圆弧形。检验方法:观察检查和检查隐蔽工程验收记录。2)涂料防水层的应与基层粘结牢固，表面平整、涂刷均匀，不得有流淌、皱折、鼓泡、和翘边等缺陷。检验方法:观察检查。3)涂料防水层的平均厚度应符合设计要求，最小厚度不得小于设计厚度的80%。广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案检验方法：针测法或割取20mm×20mm实样用卡尺测量。4)侧墙涂料防水层的保护层与防水层应粘结牢固，结合紧密、厚度均匀一致。检验方法:观察检查。6、地下防水细部构造1)中埋式止水带中心线应与变形缝中心线重合，止水带应固定牢靠、平直，不得有扭曲现象。检验方法:观察检查和检查隐蔽工程验收记录。2)穿墙管止水环与主管或翼环与套管应连续满焊，并做防腐处理。检验方法:观察检查和检查隐蔽工程验收记录。3)接缝处混凝土表面应密实、洁净、干燥；密封材料应嵌填严密、粘结牢固，不得有开裂、鼓泡和下塌现象。检验方法:观察检查。7.1.3验收规定1、地下防水工程施工按工序或分项进行验收，构成分项工程的各检验批应符合《地下防水工程质量验收规定》（GB50208-2002）的规定。屋面防水工程施工按工序或分项工程进行验收，构成防水分项工程的各检验批应符合《屋面工程质量验收规范》（GB50207-2002）的规定2、防水隐蔽工程验收记录1)地下防水隐蔽工程验收记录应包括以下主要内容（GB50208-2002）:(1)涂料防水层的基层；(2)防水混凝土结构和防水层被掩盖的部位；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案(3)施工缝等防水构造的做法；(4)管道设备穿过防水层的封固部位；2)屋面防水隐蔽工程验收记录应包括以下内容（GB50207-2002）：(1)卷材、涂膜防水层的基层；(2)密封防水处理部位；(3)泛水等细部作法；(4)卷材和涂膜防水层的搭接宽度和附加层；(5)刚性保护层与卷材、涂膜防水层之间设置的隔离层。3、防水工程的质量要求1)地下建筑防水工程的质量要求:(1)防水混凝土的抗压强度和抗渗压力必须符合设计要求；(2)防水混凝土应密实，表面应平整，不得有露筋、蜂窝等缺陷；裂缝宽度应符合设计要求；(3)防水层不得有损伤、空鼓、皱折等缺陷；(4)变形缝、施工缝、后浇带、穿墙管道等防水构造应符合设计要求。2)屋面防水工程质量要求(1)防水层不得有渗漏或积水现象；(2)使用的材料应符合设计要求和质量标准的规定；(3)找平层表面应平整，不得有酥松、起砂和起皮现象；(4)泛水等构造应符合设计要求；(5)卷材铺贴方法和搭接顺序应符合设计要求，搭接宽度正确，拼缝严密，不得有皱折、鼓泡和翘边现象；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案(6)嵌缝密封材料应与两侧基层粘牢，密封部位光滑、平直，不得有开裂、鼓泡下塌现象。4、检查地下防水工程渗漏水量，应符合《地下防水工程质量验收规范》GB50208-2002第3.0.1条地下工程防水等级标准的规定。有可能作蓄水检验的屋面，其蓄水时间不应少于24h。5、地下防水工程验收后，应填写子分部工程质量验收记录，随同工程验收的文件和记录交建设单位和施工单位存档。屋面防水工程应与屋面工程一起进行验收，填写屋面分部工程质量验收记录，交建设单位和施工单位存档。7.2记录文件根据《地下防水工程质量验收规范》、《屋面工程质量验收规范》及《建筑地面工程施工质量验收规范》等规范的规定，防水工程验收的文件和记录如下：1、防水设计（设计图纸会审记录、设计变更通知单和材料代用核定单）；2、施工方案（施工方法、技术措施及质量保证措施）；3、技术交底（施工操作要求及注意事项）；4、材料质量质量证明文件（出厂合格证、产品质量检验报告及试验报告、现场见证取样单及材料复检报告）；5、中间检查记录（工程检验批质量验收记录、分项工程质量验收记录、隐蔽工程检查验收记录、施工检验记录及蓄水或淋水检验记录）；6、施工日志（逐日施工情况）；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案7、砼及砂浆（施工配合比、砼抗渗试验报告及砼抗压试验报告）；8、施工单位资质证明文件（资质等相关资料复印件）；9、工程检验记录（抽样质量检验、观察检查、工序交接检验记录）；10、其他技术资料（事故处理报告、技术总结、技术、经济签证核定单）。8.质量保证措施8.1材料质量保证措施1、严格按照国家有关标准组织合格材料进场；进场材料包装完整，标签清楚，具合格证；严格执行现场抽检制度，进场材料按规定进行现场见证取样，检验必须合格；防水工程中所用材料必须符合设计要求和相关规范规定；2、严格执行材料报审制度，经过监理单位审批合格的材料方可使用到工程中；8.2施工质量保证措施1、严把基层质量关：施工前按“规范”严格检查验收工作面。基层不达到要求不能施工；2、施工上，必须严格按照“规范”程序操作；3、施工过程中质检人员不得离开现场。8.3组织质量保证措施1、建立防水工程质量保证体系；2、严格执行资格审查和“方案”报审制度；3、组织、管理人员必须到位；严格执行照持证上岗制度；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案4、严格执行“三检制度”；严格按照防水工程隐蔽验收程序进行防水工程隐蔽验收。9.安全文明施工9.1安全施工1、为保证施工安全进行，全体职工必须树立“安全第一”的思想，做到安全施工；2、必须遵守安全生产六大纪律及现场的各种规章制度。必须经过安全三级教育培训并持有安全操作上岗证；3、上班前对使用机具以及施工安全设施进行检查；4、施工过程中，应有专人负责督促，严格按照安全操作规程进行各项操作，合理使用劳保用品，操作人员不得赤脚和穿短袖衣服作业，防止胶粘液溅泼和污染；5、登高工具应安全可靠，否则应加固处理后，才可使用，脚手架搭设应符合有关规定；6、重视消防工作，防止火灾发生。在材料库房和施工作业面必须配备干粉灭火器，并由专人负责.热熔施工作业时，施工操作必须作好个人的安全防护，防止烫伤等事故发生；7、必须遵守施工工地有关安全部门制订的安全条例，各分包单位必须服从总包方的领导和指挥；8、在施工现场及材料堆放处严禁烟火。卷材、防水涂料、基层处理剂、汽油进厂后要分类设专门库房存放。存放地点要有明显防水标牌并设置消防器材，消防通道要畅通；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案9、严禁酒后及病中作业。严禁打架斗殴；10、各种洞口、高架周边设置防护栏。施工通道满铺牢实架板；11、防水工程施工前，应编制好安全技术措施，书面向全体操作人员进行安全技术交底工作，并办理好签字手续备查；12、施工中禁止穿高跟鞋、带钉鞋、光滑底面的塑料鞋和拖鞋，以确保上下屋面、在屋面上行走和上下脚手架的安全；13、未尽事宜，遵守相关规范规定及项目部的各种规章管理制度。9.2文明施工1、施工现场所产生的垃圾、废屑要及时收集，存放在固定地点。2、在施工作业面，必须按工完场清和一日一清的规定执行。9.3职业健康1、操作面内要保证通风，通风不好的地方必须配好换气装置以防缺氧和中毒；2、患有皮肤病、结核病、支气管炎等病人及对防水涂料有过敏的人员，不得参加操作；3、现场作业人员应佩戴操作手套，避免涂料污染操作人员皮肤；4、操作人员每施工1～2h，应到室外休息10～15min。10.成品保护1、伸出屋面的管道、设备或预埋件等，应在防水层施工前安设完毕，避免在防水层施工完后在其上凿孔打洞；2、涂膜防水层在施工进行中和施工完后，均应对已做好的涂膜防水层加以保护，不得进行任何作业和堆放物料；广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案3、已铺好的卷材防水层，要及时采取保护措施，及时验收和进行保护层施工。4、施工人员不允许穿带钉子的鞋在防水层上走动；5、已铺设完成的保温层，不得在其上行走，推木车和堆放重物，行走路线应铺垫木跳板；6、施工时必须严格避免基层处理剂、各种胶粘剂等材料污染墙面等部位；7、室内防水，在上一遍未干透之前，不得上人做下一层；8、严禁在防水层施工过程中和施工完成保护层之前，在防水的房间内以任何形式动火；9、对所覆盖的隐蔽工程要有可靠的保护措施，不得因后续工作造成漏水、堵塞以及破坏；10、分格缝嵌填时，不得污染屋面。11.雨期施工措施为保证工程的正常施工应做好雨季施工准备。屋面防水和地下防水工程在雨天应停止施工，已完成的室外涂膜防水应及时采用彩条遮盖，以免受雨淋，室内应有良好的排水措施，保证楼面上的积水及时的排除。12.环保措施1、粉尘的控制为了减少清扫基层时的粉尘飞扬，现场要设置彩条布遮挡，并及时将粉末清理起来；2、生产垃圾的处理广东省化州市第四建筑工程公司60
尚城国际花园一期工程防水工程专项施工方案将作业层中清扫出来的砂浆、杂物，分类存放在固定位置；防水材料等包装材料在施工完毕，及时清除出施工作业面，按项目指定位置存放。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4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